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SU0010861 SSNL
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SU0010861 SSNL
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Last modified
5/7/2020 11:34:48 AM
Creation date
9/9/2019 9:10:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010861
PE
2631
FACILITY_NAME
PA-1600046
STREET_NUMBER
865
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231-
APN
19332016
ENTERED_DATE
4/19/2016 12:00:00 AM
SITE_LOCATION
865 E ROTH RD
RECEIVED_DATE
4/18/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\R\ROTH\865\PA-1600046\SU0010861\SS NL STDY.PDF
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EHD - Public
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Sunrise Trucking — Nitrate Loading Section Page 10 of 16 <br /> Our Project Number: NA157003G <br /> ' October 23, 2015 <br /> 2 NITRATE LOADING STUDY <br /> Because of concern regarding nitrate leaching into groundwater from septic systems, a nitrate <br /> loading analysis is required by the EHD for the proposed development to determine the potential <br /> concentration of percolating effluent and rain fall over the long term. Where percolating effluent <br /> leaches into the ground,groundwater quality may be impacted to some degree should the effluent <br /> reach groundwater. <br /> The method utilized for the nitrate loading analysis is based on a simple mass balance formula, <br /> discussed in a published article by Hantzsche and Finnemore (1992), which provides a <br /> convenient and simplified method to estimate long-term groundwater nitrate impacts on an area- <br /> wide basis. <br /> Hantzsche and Finnemore found that over a long period of time, water quality in the upper <br /> saturated groundwater zone closely approximates the quality of percolating recharge waters. <br /> They believe that their method is a good planning tool and provides useful information to planners <br /> and local officials but with some real limitations. In their article published in Ground Water, <br /> ' Hantzsche and Finnemore mention that "...the equation ignores dispersion, lateral flow, and <br /> mixing with groundwater flow from up-gradient areas. These processes would generally <br /> contribute to additional reduction of nitrate-nitrogen concentrations in groundwater to the extent <br /> that the nitrate-nitrogen concentration of groundwater flow from up-gradient areas is lower." <br /> The Hantzsche and Finnemore approach is "...a conservative (worst case)first approximation of <br /> groundwater nitrate-nitrogen concentration resulting from the combined effect of on-site sewage <br /> disposal systems and precipitation. This (the equation and approach) is for estimation of long- <br /> term effect(i.e., over years)on groundwater quality, and is not intended for prediction of seasonal <br /> changes" (Hantzsche and Finnemore, 1992). <br /> The method takes into account the development area, soil denitrification factor, rainfall volume, <br /> rainfall nitrate concentration,waste effluent quantity, and waste effluent nitrate concentration. The <br /> formula, assumptions and calculations used for the analysis are shown on Plates 7 and 8. The <br /> units of nitrate used in the mass balance equation are nitrate-N, whose maximum drinking water <br /> contaminant level (MCL) is 10 mg/L. <br /> ©2015 Neil O.Anderson&Associates,Inc. <br /> A Terracon Company <br />
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